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EN
Storage volume coefficient of two-sectional stormwater storage tanks is obtained as function of initial coefficient of regulation, coefficient of head changing b; dimensionless rainfall duration Xd; dimensionless chamber's area relationship coefficient k, defined as overflow chamber's area divided by the full tank's area.
EN
The results of the numerical solutions of the storm-water storage tank's volumes are represented. Authors proposed the radial scheme of the run-off concentration from the basin's area and derived analytically the main characteristics of the storm-water inflow and represented the corresponding dimensionless hydrograph. The dependence of the dimensionless regulative volume of the storm-water storage tanks from the scheme of the run-off concentration, the length of the rain, initial regulating coefficient and from the high-weight coefficient are presented and discussed.
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